Tender ID

Cancelled

Works

Civil Works

Construction work for the road extending from Km 5 on the Kidiharapur Fatehpur route turning right from Habsapur passing through Ramnaresh Shivshankar College and reaching up to Ramji residence. (Including 5-year maintenance costs)

Chief Engineer PWD Azamgarh Zone,Azamgarh

Ballia, Uttar Pradesh

Amount: ₹1.1 CrCloses: 2 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed2 Apr 2026
Cancelled16 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 16 Apr 2026

Tender Value

₹1.1 Cr

EMD Value

₹7.5 L

Closing Date

2 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

SE BALLIA CIRCLE PWD BALLIA

Work Description

Construction work for the road extending from Km 5 on the Kidiharapur Fatehpur route turning right from Habsapur passing through Ramnaresh Shivshankar College and reaching up to Ramji residence. (Including 5-year maintenance costs)

Tender Information

Tender ID

2026_CEUAZ_1131154_1

Reference Number

1225/NIVIDA (PD)/BALLIA CIRCLE/2025 DATE 10.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

365 days

Location

BALLIA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredT2 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,590

EMD Fee Amount

₹7.5 L

Pre-Bid Meeting

Meeting Place

SE BALLIA CIRCLE PWD BALLIA

Important Dates

Last Activity

16 Apr 2026

Published

28 Mar 2026

Bid Opening

3 Apr 2026

Download Starts

28 Mar 2026

Download Ends

2 Apr 2026

Submission Starts

28 Mar 2026

Pre-Bid Meeting

30 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5
2Construction of granular sub-base by providing well graded,speading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavater at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. of MORD data book
3Cement Treated Subbase Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of sub-base.
4Cement Treated Base Providing, laying and spreading materials on a prepared sub base , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of base
5Providing and applying tack coat with bitumen (V.G. 10) using pressure distributor at the rate of 0.35kg per 10 sqm on the prepared bituminous/granular surface cleaned with mechanical broom complete as per Clause 503 of MORD specification no. 5
6Providing and applying and rolling of open graded premix carpt of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previouslyprepared base including wheel 80-100kn static rollercapacity finished to required level and rates to be followed by seal coat or either as per Technical Specification Clause 508
7Cleaning the premix surface and laying Seal coat (Type"C") with approved 6-7mm. Graed grit and bitumen (V.G.-10) including Roller,Machneray and Heatingthe paint to the required temperature including cartage of materials,
8Construction Of Subgrade and Earthen Shoulders (Patri) with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m. As per Technical specification clause 303.1
9Construction of 600mm. Dia hume pipe culvert-Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
10C.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.84 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.16 MB

Work Item Documents

T2.pdf

Tender Documents • 1.27 MB

BOQ_2110409.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5
2Construction of granular sub-base by providing well graded,speading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavater at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. of MORD data book
3Cement Treated Subbase Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of sub-base.
4Cement Treated Base Providing, laying and spreading materials on a prepared sub base , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of base
5Providing and applying tack coat with bitumen (V.G. 10) using pressure distributor at the rate of 0.35kg per 10 sqm on the prepared bituminous/granular surface cleaned with mechanical broom complete as per Clause 503 of MORD specification no. 5
6Providing and applying and rolling of open graded premix carpt of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previouslyprepared base including wheel 80-100kn static rollercapacity finished to required level and rates to be followed by seal coat or either as per Technical Specification Clause 508
7Cleaning the premix surface and laying Seal coat (Type"C") with approved 6-7mm. Graed grit and bitumen (V.G.-10) including Roller,Machneray and Heatingthe paint to the required temperature including cartage of materials,
8Construction Of Subgrade and Earthen Shoulders (Patri) with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m. As per Technical specification clause 303.1
9Construction of 600mm. Dia hume pipe culvert-Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
10C.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5

2Construction of granular sub-base by providing well graded,speading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavater at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. of MORD data book

3Cement Treated Subbase Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of sub-base.

4Cement Treated Base Providing, laying and spreading materials on a prepared sub base , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of base

5Providing and applying tack coat with bitumen (V.G. 10) using pressure distributor at the rate of 0.35kg per 10 sqm on the prepared bituminous/granular surface cleaned with mechanical broom complete as per Clause 503 of MORD specification no. 5

6Providing and applying and rolling of open graded premix carpt of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previouslyprepared base including wheel 80-100kn static rollercapacity finished to required level and rates to be followed by seal coat or either as per Technical Specification Clause 508

7Cleaning the premix surface and laying Seal coat (Type"C") with approved 6-7mm. Graed grit and bitumen (V.G.-10) including Roller,Machneray and Heatingthe paint to the required temperature including cartage of materials,

8Construction Of Subgrade and Earthen Shoulders (Patri) with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m. As per Technical specification clause 303.1

9Construction of 600mm. Dia hume pipe culvert-Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

10C.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work